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- CROSS-AUS Newsletter 4 (2)
- CROSS-AUS [sub-heading only] (2)
- CROSS-UK Newsletter 2 (2)
- CROSS-UK Newsletter 12 (1)
- CROSS-UK Newsletter 18 (1)
- CROSS-UK Newsletter 26 (1)
- CROSS-UK Newsletter 28 (2)
- CROSS-UK Newsletter 31 (1)
- CROSS-UK Newsletter 44 (1)
- CROSS-UK Newsletter 46 (1)
- CROSS-UK Newsletter 47 (2)
- CROSS-UK Newsletter 48 (2)
- CROSS-UK Newsletter 50 (1)
- CROSS-UK Newsletter 52 (1)
- CROSS-UK Newsletter 54 (1)
- CROSS-UK Newsletter 59 (2)
- CROSS-UK Newsletter 60 (2)
- CROSS-UK [sub-heading only] (20)
- CROSS Newsletter (17)
- CROSS Safety Report (30)
- News [sub-heading only] (4)
CROSS regions
Steelwork connection design
A reporter was asked to design connections for a multi-storey building for which the frame had been designed by another engineer. The result was a near collapse situation.
1 March 2006
CROSS Safety Report
Report ID: 25
Region: CROSS-UK
Responsibilities for hybrid concrete construction
Concerns are raised after a substantial precast element, weighing over 10t, had been placed in position and used as part of the shuttering for an in-situ pour without it being designed to act as a shutter.
1 October 2016
CROSS Safety Report
Report ID: 574
Region: CROSS-UK
GRP panels as permanent shuttering
A reporter highlights problems that were encountered when Glassfibre Reinforced Plastic (GRP) panels were used as permanent formwork on a highway construction project.
1 October 2012
CROSS Safety Report
Report ID: 342
Region: CROSS-UK
Falsework collapse during slab pour in SE Asia
There was a partial collapse of falsework on a project in Southeast Asia.
1 July 2013
CROSS Safety Report
Report ID: 337
Region: CROSS-UK
Inadequate end bearings for transfer beams
Whilst advising a steel fabricator on tendering for a transfer structure steel frame, a reporter's firm noticed a serious design error with the bearing pressures at the supports of a transfer beam.
1 October 2017
CROSS Safety Report
Report ID: 644
Region: CROSS-UK
Inadequate billets used in precast concrete connections
Whilst completing a third-party design appraisal, a correspondent found that solid steel billets intended to form the primary shear transfer mechanism between concrete beams and columns were insufficient for this purpose.
1 April 2019
CROSS Safety Report
Report ID: 705
Region: CROSS-UK
Dangerous modification during construction of five storey block of flats
A reporter was asked to investigate a five storey timber framed block of flats after the leaseholder of the top floor reported gaps appearing between oak floorboards.
1 January 2018
CROSS Safety Report
Report ID: 699
Region: CROSS-UK
Serious safety failings of high level lattice girder walkways
A reporter discusses extremely serious safety failings with the construction of two new high level lattice girder walkways in the fly tower of a theatre.
1 January 2018
CROSS Safety Report
Report ID: 697
Region: CROSS-UK
Architect conducts structural design of sway frame for domestic project
A reporter looked at a project recently where the drawings had been produced by the architect, including a structural design.
1 April 2018
CROSS Safety Report
Report ID: 678
Region: CROSS-UK
Quality of design and construction of a major bridge structure
This report concerns the design and installation of the bridge bearing zones on a new prestressed precast concrete viaduct.
1 October 2018
CROSS Safety Report
Report ID: 781
Region: CROSS-UK